ZHANG Peng, LIU Wei, PENG Weiping, ZHANG Qinghua. 2016: THE APPLICATION OF ARTIFICIAL FILL SLOPE STABILITY EVALUATION AND REINFORCEMENT DESIGN. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 540-546. DOI: 10.13544/j.cnki.jeg.2016.s1.078
    Citation: ZHANG Peng, LIU Wei, PENG Weiping, ZHANG Qinghua. 2016: THE APPLICATION OF ARTIFICIAL FILL SLOPE STABILITY EVALUATION AND REINFORCEMENT DESIGN. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 540-546. DOI: 10.13544/j.cnki.jeg.2016.s1.078

    THE APPLICATION OF ARTIFICIAL FILL SLOPE STABILITY EVALUATION AND REINFORCEMENT DESIGN

    • Hillside Construction will form an artificial filling slope, especially when in the vicinity of the factory and residential areas, calculation and evaluation of its stability is more important. In this paper, artificial fill slope stability analysis and reinforcement design examples presented that using two different analytical methods(limit equilibrium method and strength reduction method) and two large commercial simulation software calculation and comparative analysis before and after evaluation of such Slope respectively, the evaluation findings of its stability, and the slope reinforcement design, located in the top of the hill near the middle point of the monitoring data show that the slope is stable and secure during the rainy season,.In addition, for fill slope toe easily rainfall problems, using a miniature steel pipe pile technology reference for similar projects.
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